[1 ]Mathematical Model for The Flow with Submerged and Emerged Rigid Vegetation.Journal of Hydrodynamics,Ser. B, Volume 21, Issue 5, October 2009, Pages 722-729

[2 ]Velocity distribution of flow with submerged flexible vegetations based on mixing-length approach.Applied Mathematics and Mechanics (English Edition),v 30, n 3, p 343-351, March 2009

[3 ]Two-dimensional analytical solution for compound channel flows with vegetated floodplains.Applied Mathematics and Mechanics (English Edition),v 30, n 9, p 1121-1130, September 2009

[4 ]Reply to comments on.Advances in Water Resources,v 32, n 9, p 1462-1463, September 2009

[5 ]Three-layer model for vertical velocity distribution in open channel flow with submerged rigid veget.Advances in Water Resources,v 32, n 4, p 487-492, April 2009

[6 ]Finite Proximate Method for Convection- diffusion equation.Journal of Hydrodynamics,,2008, 20(1), p47-53

[7 ]Two dimensional analytical solution for a partially vegetated compound channel flow.Applied Mathematics and Mechanics(English Edition),2008, No.2, 263-271

[8 ]Study on the Behavior of Near-Field Dilution of Thermal Buoyant Jet Discharged Horizontally in Compo.Applied Mathematics and Mechanics(English Edition),2008, No.2, 263-271

[9 ]Similarity solutions of vertical plane wall plume based on finite analytic method.Applied Mathematics and Mechanics(English Edition),,2007,No.4,447-454

[10]An application of Finite Volume WENO Scheme for Numerical Modeling of Tide Current.China Ocean Engineering,2006, No.4,545-556

[11]Rounded flowing states of obstructed buoyant jet.Applied Mathematics and Mechanics (English Edition),v 27, n 8, August, 2006, p 1133-1140

[12]Behavior of obstructed square buoyant vertical jets in static ambient (II) - Analysis on behavior of.Applied Mathematics and Mechanics (English Edition),v 27, n 5, May, 2006, p 653-659

[13]Behavior of obstructed square buoyant vertical jets in static ambient (I) - Verification of mathemat.Applied Mathematics and Mechanics (English Edition),v 27, n 5, May, 2006, p 645-652

[14]Numerical simulation of obstructed round buoyant jets in a static uniform ambient.Journal of Hydraulic Engineering,ASCE,v 132, n 4, April, 2006, p 428-431

[15]Numerical simulation on residual circulation due to bottom roughness variability under tidal flows a.China Ocean Engineering,2005,No.4,601-612

[16]Numerical study on the stability and mixing of vertical round buoyant jet in shallow water.Applied mathematics and mechanics,2005.26（1），P83-91

[17]淹没柔性植被明渠恒定水流水力特性的试验研究.水利学报,2009(7)

[18]基于掺长模型非淹没刚性植被水流流速垂向分布的数值解.四川大学学报(工程科学版),2009(2)

[19]滩地植被化明渠中横向水平射流特性试验研究.水科学进展,2009(5)

[20]静水环境中径向紊动射流数值模拟.水利学报,2009.11

[21]滩地植被化的复式断面明渠均匀流的流速比.华中科技大学学报(自然科学版),2008年07期. 85~87

[22]复式断面明渠二次流的数值模拟.应用基础与工程科学学报,2008年02期. 296~304

[23]复式断面横流紊动水平射流特性试验.华中科技大学学报(自然科学版),2008年03期. 62~65

[24]高拱坝下游水垫塘内流场的数值模拟.华中科技大学学报(自然科学版),2008年02期. 126~128

[25]Coupling effect between reliability of bedding layer and stability of downstream concrete slab of ov.Journal of Hydrodynamics, Ser. B,2007，19（5）：613-622

[26]连续弯道平面二维温排水的数值模拟.长江流域资源与环境,,2007年 01期

[27]双曲拱坝坝顶表孔泄洪消能布置试验研究.四川大学学报(工程科学版),2007年 01期

[28]弯道水流的混合有限分析解.华中科技大学学报(自然科学版),2007年 02期

[29]Numerical simulation and analysis of pressure pulsation in Francis hydraulic turbine with air admiss.Journal of Hydrodynamics,2007,19(4):467-472.

[30]Mingxing Coupling effect between reliability of bedding layer and stability of downstream concrete s.Journal of Hydrodynamics,2007,19(5): 613-622

[31]Similarity solutions of vertical plane wall plume based on finite analytic method.Applied Mathematics and Mechanics(English Edition),,28（4）：447－454；2007

[32]同轴三维射流特性研究.水利学报,2006,Vol.37,No.9,p1097-1101

[33]一维和二维溃坝波的混合有限分析解.华中科技大学学报(自然科学版),2006 Vol.34 No.9 p48-50

[34]求解二维扩散方程的有限近似解法.水动力学研究与进展A辑,2005-5-1

[35]浅水横流中底部水平热水射流近区的初始稀释——(Ⅱ)特性分析.四川大学学报(工程科学版),2005-4-1

[36]浅水横流中底部水平热水射流近区的初始稀释——(I)数学模型及其验证.四川大学学报(工程科学版),2005-3-1

[37]非规则区域中拉普拉斯方程的有限分析5点格式.计算力学学报, 2005年03期,2005-3-1

[38]水平圆形浮力射流稳定性及混合特性研究.华中科技大学学报(自然科学版),2005,33(11),P93-95

[39]静止环境中水平圆形浮力射流流动特性研究.华中科技大学学报(自然科学版),2005,33(11),P90-92

[40]横流中三维圆形垂直浮力射流特性数值分析.应用基础与工程科学学报,2005,13(2),120-128

[41]圆形垂直浮力射流的稳定性与混合特性研究.应用数学和力学,2005,26(1),P92-100

[42]非规则区域中拉普拉斯方程的有限分析五点格式.华中科技大学学报（自然科学版）,2005,Vol.22, No.3, 287-291

[43]静水中正方形孔口浮力射流特性的研究.应用基础与工程科学学报,2004,No.4: 361-369.

[44]流动环境中铅垂圆形负浮力排放的三维数值模拟.水科学进展,2004.Vol.15, No.3

[45]静止环境中有阻力圆盘浮力射流特性的研究流场特性分析（II）.水科学进展,2004.Vol.15, No.5

[46]静止环境中有阻力圆盘浮力射流特性的研究数学模型及计算方法的验证（I）.水科学进展,2004.Vol.15, No.5

[47]采用RNG紊流模型计算静止环境中圆形负浮力射流.水科学进展,2004.Vol.15, No.6

[48]静止环境中垂直平面浮力射流稳定性与混合特性数值研究.水利学报,2004.No9.p:56-62

[49]流动环境中二维铅锤纯射流的试验研究.水科学进展,2003.5(3)

[50]静止浅水环境中二维铅垂掺气射流的试验研究.水动力学研究与进展,2003.1(1)

[51]流动环境中平面负浮力排放的数值模拟.水利学报,2003.7(7)

[52]漫滩恒定明渠水流的三维数值模拟.水科学进展,2003年1(1)

[53]浅水回流的混合有限分析解.应用数学和力学,2003.9(9)

[54]水利水电工程水流精细模拟理论及应用.科学出版社,2007.01.05

[55]水利水电工程水流的精细模拟.科学出版社,2006.04.01

[56]河流海岸环境学.武汉大学出版社,2005.01.01

[57]河道及近海水流的数值模拟.科学出版社,2005.05.01